Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression

Kuranovas, Artiomas; Gurkšnys, Kęstutis; Šaučiuvėnas, Gintas; Šapalas, Antanas; Kvedaras, Audronis Kazimieras

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/124977

Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression

Details

Publication Type (CRIS)

Straipsnis konferencijos medžiagoje Web of Science duomenų bazėje / Article in conference proceedings in Web of Science database (P1a1)

Publication Type (eLABa)

Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB (P1a)

Author(s)

Author	Affiliation
Kuranovas, Artiomas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Gurkšnys, Kęstutis	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Šaučiuvėnas, Gintas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Šapalas, Antanas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Kvedaras, Audronis Kazimieras	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression

[en]

Artiomas Kuranovas, Kęstutis Gurksnys, Gintas Sauciuvenas, Antanas Sapalas, Audronis Kazimieras Kvedaras

Is part of

Steel concrete composite and hybrid structures : proceedings of the 9th International Conference on Steel Concrete Composite and Hybrid Structures (ASCCS 2009), Leeds, UK, 8-10 July 2009 / editor, Dennis Lam

Published In

Year	Start Page	End Page
2009	279	284

Publisher

Singapore : Research Publishing Services, 2009

Referenced in Database(s)(DBs)

ISI Proceedings

Extent

p. 279-284

URI

URI
https://hdl.handle.net/20.500.14911/124977

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

Abstract In this article behaviour of eccentrically hollow concrete-filled circular stainless steel tubular members under compression is investigated, when load is applied eccentrically, and existing methods for determination of resistance of eccentrically hollow concrete-filled circular stainless steel tubular members are compared. Appliance of the hollow concrete-filled circular steel tubular members is introduced. Experimental data of eccentrically hollow concrete-filled circular stainless steel tubular members under compression and its analysis are presented. Comparison of experimental results versus theoretical is under discussion.